HomeMy WebLinkAbout0076401-Plumbing (interior)
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OSHKOSH
ON THE WATER
Job Address 2465 BLAKE CT
Contractor
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CITY OF OSHKOSH
No 0076401
PLUMBING PERMIT - APPLICATION AND RECORD
JIM'S PLUMBING
Owner MIDWEST HOMES Create Date 03/21/2000
Category 410 - Residential-Interior Plan
Ejector/Gri nd Dip Well F Prep Sink Gar Drain
Water Softner Drink Ftn Serv Sink Soda Disp
Local Waste Wait. St. Shamp Sink Coffee Maker
Clothes Wshr Ice Chest FlrlWst Sink Int Grease Trap
Bidet Exam Sink Catch Basin Ext Grease Trap
Beer Tap Sculry Sink Wash Ftn
Dent. Oper. Hand Sink Urinal
Lab Sink Plaster Sink Standp Rec
Sterilizer Surgeons Sink Ice Maker
Bathtub Shower 1
Whirlpool Floor Drain 1
Lavatory 2 Lndry Tray
-
Toilet 2 Lndry Stndp 1
Res. Sink 1 Disposal 1
-
Bar Sink Dishwasher 1
Water Heater Sump Pump 1
Site Drain Classrm Sink
Roof Drain Breakrm Sink
Use/Nature
of Work
NSF
Size Material Type # Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
Plan Approval
$0.00
Permit Fees
$52.00
Valuation $5,500.00
Issued By vY"~
Date 04/12/2000
o Permit Voided I
Signature
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Date
Agent/Owner
GREENVILLE WI 54942 - 0000
Telephone Number 757-5258 OR 757-64
Address W-6166 GREENVILLE DRIVE
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(920) 757-6482
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Nov 22 00 10:31a
Jim's Plumbing
FIXTURE LrSTrN~ SHEET
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City: OshkoSh, Wi.
Address: 2465 BlaKe Ct.
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05l1ko::;h un 10-26-00.
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Nov 22 00 10:31a
Jtm's Plumbing
(920) 757-6482
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Fixture Listing
Date: AprilS, 2000
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Name: Midwest Homes of Wisconsin
Project: Sierra Model
Street: 100 N. Westhaven Drive, Suite B
Street: 2465 Blake Court
City: Oshkosh, WI
City: Oshkosh, WI
Non Public Use Fixtures
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
4 Hose Bib, 112" diameter .00 12.00 12.00
1 Kitchen Sink 1.00 1.00 LSO
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
1 Shower Stall, lavatory and water closet FT - group LSO 3.00 3.50
Hot
Cold
Total
Total Water Supply Fixture Units
6.50
20.50
23.50
16.1 Gallon per minute demand of the building. Predominatly Flush Tank
26.5 Pressure available for uniform loss. For the table use - 27.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 11/4 11/2 2 21/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 LS27 2.009 2.495 2.981 3.935
Value ofC 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6.5 0 12.5 2LS 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 8 0 17.5 34 60 no 270 480 776 1833
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WATER DISTRIBUTION DATASHEET
Date: April 5, 2000
Name: Midwest Homes of Wisconsin
Project: Sierra Model
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Street: 100 N. Westhaven Drive, Suite B
Street: 2465 Blake Court
City: Oshkosh, WI
City: Oshkosh, WI
1. 16.1 Gallon per minute buiding demand, predominatly Flush Tank.
2. 51.0 Low pressure at the Main in Street.
3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter.
4a.~ Lb loss from a 15.0 ft 1" Copper Tube Type K ASlM B88 water service from the Main in Street to the curb stop.
Pressure loss detemined using a C value of 130, insilk diameter of .995 and a velocity of 6.6 ft per sec,
4b. 1.5 Lb loss from a 25.0 ft 1" PVC Tubing ASlM 1785 Sch-40 water service from the curb stop to the Water Meter.
- Pressure loss detemined using a C value of 150, inside diameter of 1,049 and a velocity of 6,0 ft per sec.
5. 3.9 Lb loss from a 3/4in Meter
6, 43.3 Lbs of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B-(C+D+E) x 100
F
A. --1!l Pressure available for uniform loss (psillOO feet of pipe).
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B. 43.3 Lbs of pressure available at the Water Meter,
C. ~ Pressure needed at the controlling fIxture. Pressure balanced shower valve
D. ~ Lb loss resulting from a 8.0 ft difference in elevation from the Water Meter to the controlling fIxture.
E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fIxture.
F. 75.0 Ft Developed length from the 50.0 ft actual length of piping from the Water Meter to the controlling fIxture.
Maximun Allowable load for Copper Tube Type M, ASlM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 11/2 2 21/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833
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